Zhi Yong Ai, Li Wei Shi, Gan Lin Gu, Xiao Ming Wang
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引用次数: 0
Abstract
This paper investigates the thermo‐mechanical effects of Euler–Bernoulli beams on layered transversely isotropic (TI) saturated subgrade due to moving loads. Firstly, the governing equations for the beam and subgrade are derived using Euler–Bernoulli beam theory, poroelastic mechanics, and thermoelasticity. Then, by adopting the extended precise integration solution for the layered TI saturated subgrade and boundary conditions, the solution for the beam‐subgrade dynamic interaction is further achieved. After verifying the validity of the presented method, the effects of thermal load and moving load speed are finally investigated. Numerical results show that thermal loads significantly impact the beam‐subgrade dynamic interaction by inducing thermal axial forces in the beam and vertical displacement expansion in the subgrade. Additionally, the effect of thermal load should be fully considered in the design of beam, especially in high‐speed load and high‐temperature environment.
期刊介绍:
The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.